Numerical modeling of rebar buckling in reinforced concrete members using truss analogy

Reinforced concrete (RC) structures in earthquake prone regions are designed to achieve the seismic performance objectives. In end regions of RC members, longitudinal reinforcing bars may develop buckling due to high compressive strains under reversed cyclic loadings. The performance based assessmen...

Full description

Bibliographic Details
Main Author: Sadık Can Girgin
Format: Article
Language:English
Published: Pamukkale University 2018-06-01
Series:Pamukkale University Journal of Engineering Sciences
Subjects:
Online Access:https://dergipark.org.tr/tr/pub/pajes/issue/38095/437111